Modeling of the soil-structure interaction: : selected topics /

"This edited book provides discussion and presents results related to some "hot topics," all dealing with the soil-structure interaction. The book can be of interest to both scientists involved in academic studies of the problems addressed and for practitioners engaged in high-level d...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Otros Autores: Zhelyazov, Todor (Editor )
Formato: Electrónico eBook
Idioma:Inglés
Publicado: New York : Nova Science Publishers, Inc., [2020]
Colección:Mechanical engineering theory and applications.
Temas:
Soil-structure interaction.
Interaction sol-structure.
Soil-structure interaction
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Intro
  • MODELING OF THE SOIL-STRUCTURE INTERACTIONSELECTED TOPICS
  • MODELING OF THE SOIL-STRUCTURE INTERACTIONSELECTED TOPICS
  • CONTENTS
  • PREFACE
  • Chapter 1 STUDY OF TRANSIENT WAVE PROCESSES IN CONTINUOUSLY INHOMOGENEOUS ELASTIC AND VISCOELASTIC BODIES
  • ABSTRACT
  • 1. INTRODUCTION
  • 2. NON-STATIONARY DYNAMICS OF INHOMOGENEOUSLINEARLY VISCOELASTIC SOLID PROBLEM STATEMENT
  • 3. AXISYMMETRIC DYNAMIC PROBLEM FOR FUNCTIONALLY GRADED LINEARLY VISCOELASTIC CYLINDER
  • 3.1. Problem Statement
  • 3.2. Calculation Results
  • 4. DYNAMICS PROBLEM FOR FUNCTIONALLY GRADEDELASTIC CYLINDER FOR NONAXISYMMETRIC LOADING
  • Calculation Results
  • CONCLUSION
  • ACKNOWLEDGMENTS
  • REFERENCES
  • Chapter 2 THE VIBRATION INSULATION PROPERTIES OF A PLATE IN AN ELASTIC MEDIUM UNDER THE INFLUENCE OF DIFFERENT TYPES OF WAVES
  • ABSTRACT
  • 1. INTRODUCTION
  • 2. THE INTERACTION OF DIFFERENT HARMONIC WAVES WITH A THREE-LAYER PLATE
  • 3. THE PLATE GEOMETRYAND BOUNDARY CONDITIONS
  • 4. DYNAMIC EQUATIONS OF SOIL
  • 5. INGOING HARMONIC WAVES
  • 5.1. Plane Waves
  • 5.2. Cylindrical Waves
  • 5.3. Spherical Wave (20), (21)
  • 6. CONDITIONS ON THE CONTACT SURFACE
  • 7. FOURIER DECOMPOSITION OF UNKNOWN FUNCTIONS
  • 8. COMPUTING OF THE FOURIER COEFFICIENTS FORTHE POTENTIALS IN AMBIENT MEDIA
  • 9. EXAMPLE
  • CONCLUSION
  • REFERENCES
  • Chapter 3 MODELING OF THE BEHAVIOR OF A FRICTION PENDULUM SEISMIC ISOLATOR ON THE MACROSCOPIC SCALE
  • ABSTRACT
  • 1. INTRODUCTION
  • 2. TESTING PROTOCOLS
  • 2.1. Applied Unidirectional Displacement
  • 2.1. Applied Bidirectional Displacement
  • 2.1.1. Constant Angular Velocity Procedure
  • 2.1.2. Constant Linear Velocity Procedure
  • 3. ANALYTICAL MODELING OF THE BEHAVIOR OF A FRICTION PENDULUM ISOLATOR
  • 4. CONSTITUTIVE RELATIONS OF THE INTERFACE
  • 4.1. Response of the Interface to an UnidirectionalImposed Displacement
  • 4.2. Response of the Interface to a BidirectionalImposed Displacement
  • 4.3. Numerical Simulations
  • 4.3.1. Response of the interface to a radial motion
  • 4.3.2. Response of the Interface to a Bidirectional ImposedDisplacements
  • 5. ANALYTICAL MODELING: GENERALIZATION
  • 5.1. Lagrangian Description and Derivation of the Equationsof Motion
  • 5.2. Numerical simulations
  • CONCLUSION
  • REFERENCES
  • Chapter 4 ON THE ONE PARAMETERS INFLUENCE EVALUATING METHOD EMPLOYED TO EVALUATE THE SUPPORT CAPACITY OF A METAL-RESIN ANCHOR
  • ABSTRACT
  • 1. INTRODUCTION
  • 2. FORMULATING THE PROBLEM
  • 3. SOLVING THE PROBLEM
  • CONCLUSION
  • REFERENCES
  • Chapter 5 AXISYMMETRIC LOADING OF A THREE-LAYER CIRCULAR PLATE CONNECTED TO AN ELASTIC BASE BY LOCAL LOADS
  • ABSTRACT
  • 1. INTRODUCTION
  • 2. A CIRCULAR ELASTIC THREE-LAYER PLATE
  • 2. AN ANNULAR THREE-LAYER PLATE ONAN ELASTIC FOUNDATION
  • CONCLUSION
  • ACKNOWLEDGMENTS
  • REFERENCES
  • ABOUT THE EDITOR
  • INDEX
  • Blank Page

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